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STA. 2434+50.00 TO STA. 2440+35.16
STA. 2443+96.83 TO STA. 2449+50.00
TYPICAL NO. 2 (GUARDRAIL WIDENING)
TYPICAL NO. 1 (MAINLINE)
TOP OF CUT ROUNDING
TOE OF FILL ROUNDING
DETAIL
DETAIL
FILL SECTION
CUT SECTION
STA. 2428+49.86 TO STA. 2455+03.88
TYPICAL NO. 3 (DETOUR)
ROUNDING DETAIL
FILL SECTION
CUT SECTION
TYPICAL SECTIONS
PAY ITEMS & NOTES
(ROADWAY)
PAY ITEMS & NOTES (ROADWAY) GENERAL CONSTRUCTION NOTES
SUGGESTED SEQUENCE OF CONSTRUCTION
EROSION CONTROL AND CONSTRUCTION NOTES
ENVIRONMENTAL NOTES
PAY ITEMS & NOTES
(TRAFFIC)
PAY ITEMS & NOTES (PERMANENT TRAFFIC)
PAY ITEMS & NOTES (TEMPORARY TRAFFIC)
••
MANDATORY TIE
DESCRIPTION
BRIDGE GENERAL NOTES
DESCRIPTION
PAY ITEMS AND NOTES
(BRIDGE)
SUMMARY SHEET
MASS DIAGRAM
PHASE 2 (MAINLINE) TOTAL VOLUME
MASS DIAGRAM
PHASE 1 (DETOUR) TOTAL VOLUME
MASS LINE DIRECTION
MASS DIAGRAM
(SHEET 1 OF 2)
MASS DIAGRAM
PHASE 3 (DETOUR REMOVAL) TOTAL VOLUME
MASS LINE DIRECTION
MASS DIAGRAM
(SHEET 2 OF 2)
STORM WATER
MANAGEMENT PLAN
PROJECT LIMITS:
PROJECT DESCRIPTION:
SOIL STABILIZATION PRACTICES:
STRUCTURAL PRACTICES:
EROSION AND SEDIMENT CONTROLS
OFFSITE VEHICLE TRACKING:
HAZARDOUS MATERIALS:
GENERAL NOTES:
WASTE MATERIALS:
SITE DESCRIPTION
NOTES:
SUGGESTED SEQUENCE OF EROSION CONTROL ACTIVITIES:
MAINTENANCE AND INSPECTION:
THE FOLLOWING SECTIONS OF THE 2009 ODOT STANDARD SPECIFICATIONS SHOULD
BE NOTED:
IN ADDITION:
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE
FOLLOWING:
STORM WATER MANAGEMENT PLAN
1
19.1 AC
2416+
58
2420+
00
2425+
00
2430+
00
2435+
00
2440+
00
2445+
00
2450+
00
2455+
00
2460+
00
2465+
00
2469+
32
1
19.1 AC
No
rth
Persim
mo
n C
re
ek
DRAINAGE AREA MAP
STATE OF OKLAHOMADEPARTMENT OF TRANSPORTATION
SURVEY DIVISION
SWO 4844(1) J/P 28827(04) ; E.C. 1394 WOODWARD CO.
HORIZONTAL CONTROL:( ) Oklahoma Coordinate System of 1927 Zone.( X ) Oklahoma Coordinate System of 1983 (1993) North Zone.( ) Oklahoma Dept. of Transportation Plane Coordinate System of 1927 Zone.( ) Oklahoma Dept. of Transportation Plane Coordinate System of 1983 Zone.( ) Arbitrary Coordinate System
HORIZONTAL PLANE DATUM DEFINITION:Oklahoma Department of Transportation coordinates were derived by multiplying the OklahomaCoordinate Systems of 1927 or 1983 by the combined adjustment factor of 1.00010. The ODOTCoordinate System is 2350 feet above sea level.
1. Primary Control adjusted to OBTAINED BY OPUS SOLUTIONS ( B ) OrderStationsA ) Closure before adjustment X ; Y Angles
Trav. Length No. Angles ; 1:B ) ; is ( ) Order before adjustment.C ) Method of Distance Measurement:
( ) Electronic ( X ) GPS ( ) Triangulation ( ) Chained
D ) Instrument used for angles
2. Secondary Control adjusted to Primary Control ( B ) Order
Stations W-77-740, W-77-741
A ) Closure before adjustment X ; Y Angles
B ) Secondary Control ; is (3rd) Order; Tied to
C )Method of Distance Measurement:( ) Electronic ( X ) GPS ( ) Triangulation ( ) Chained
D ) Instrument used for angles Topcon Hiper II GPS
VERTICAL CONTROL IS (3rd) order. Level Line taken from 3" ALUMINUM CAP W-77-740(3RD) order and tied to OBTAINED BY OPUS SOLUTIONS (3RD) order.
( ) NGVD 29 datumACCURACY DEFINITION: ( X ) NAVD 88 datum( 1 ) HORIZONTAL: ( 3rd Order = Class I = 1 : 10,000' )
( 3rd Order = Class II = 1 : 5,000' )( 2 ) VERTICAL: ( 1st Order = 0.017 Ft. x sqrt. of Mi. ) ( 2nd Order = 0.035 Ft. x sqrt. of Mi. )
( 3rd Order = 0.050 Ft. x sqrt. of Mi. )
Distribution:Copy w/survey reports JOSEPH H. FARMERCopy in each Alignment Professional Land Surveyorand level book
May 29, 2013(FORM SD #20 ) Date
Rev. 11/03
VERTICAL CLOSURE = 0.006 feet before adjustment. 3rd order would allow 0.05 feet.
10
11
BENCHMARKS LIST (ENGLISH) (OPUS) NAVD 88 DATUMBM NO. RUN 1 RUN 2 MEAN
DIFF.ADJ. DIFF. ADJ. ELEV.
PUBLISHED ELEVATION BM DESCRIPTION, STA/OFFSET SHEET 1 OF 1
CP 1 2041.417 SET 5/8" IRON PIN WITH ALUMINUM CAP STAMPED W-77-740 APPROXIMATE STA. 2414+71.81 65.89' RT.to 0.502 0.500 0.5010 0.501BM 201 2041.9180 CUT "X" IN DRAINAGE STRUCTURE NORTH HEADWALL STA. 2416+71.94 40.84' LT. to -1.258 -1.257 -1.2575 -1.258TBM 202 2040.6605 SET 5/8" IRON PIN WITH COBB CAP STA. 2417+09.38 56.23' RT.to -1.719 -1.729 -1.7240 -1.724BM 203 2038.9365 SET RAILROAD SPIKE IN EAST SIDE OF POWER POLE STA. 2421+24.33 63.19' LT.to -1.788 -1.787 -1.7875 -1.788BM 204 2037.1490 SET RAILROAD SPIKE IN EAST SIDE OF POWER POLE STA. 2424+27.64 62.75' LT. to -3.568 -3.566 -3.5670 -3.567TBM 205 2033.5820 SET 5/8" IRON PIN WITH COBB CAP STA. 2429+75.60 61.25' RT. to -2.786 -2.787 -2.7865 -2.787BM 206 2030.7955 CUT "X" IN DRAINAGE STRUCTURE NORTH HEADWALL STA. 2430+00.97 41.05' LT. to -2.368 -2.366 -2.3670 -2.367BM 207 2028.4285 SET RAILROAD SPIKE IN EAST SIDE OF POWER POLE STA. 2433+77.63 63.66' LT. to -5.465 -5.465 -5.4650 -5.465BM 208 2022.9635 CUT "X" IN DRAINAGE STRUCTURE NORTH HEADWALL STA. 2437+78.81 49.94' RT.to 3.729 3.726 3.7275 3.728TBM 209 2026.6910 SET MAG NAIL WITH COBB SHINER STA. 2440+67.10 18.02' RT. to 0.823 0.824 0.8235 0.824BM 210 2027.5145 CUT "X" IN BRIDGE SOUTHEAST WINGWALL STA. 2440+79.01 17.63' RT.to -0.013 -0.013 -0.0130 -0.013BM 211 2027.5015 CUT "X" IN BRIDGE NORTHWEST WINGWALL STA. 2443+32.24 17.24' LT.to -0.638 -0.638 -0.6380 -0.638TBM 212 2026.8635 SET MAG NAIL WITH COBB SHINER STA. 2443+41.84 17.75' LT.to -3.117 -3.123 -3.1200 -3.120BM 213 2023.7435 SET RAILROAD SPIKE IN NORTHEAST SIDE OF POWER POLE STA. 2448+69.71 62.73' LT. to 11.243 11.245 11.2440 11.244BM 214 2034.9875 CUT "X" IN DRAINAGE STRUCTURE SOUTH HEADWALL STA. 2455+74.84 38.57' RT. to 5.448 5.449 5.4485 5.449TBM 215 2040.4360 SET 5/8" IRON PIN WITH COBB CAP STA. 2456+70.62 60.02' RT. to 6.673 6.675 6.6740 6.674BM 216 2047.1100 SET RAILROAD SPIKE IN EAST SIDE OF POWER POLE STA. 2460+59.11 48.62' LT. to -2.898 -2.896 -2.8970 -2.897TBM 217 2044.2130 SET 5/8" IRON PIN WITH COBB CAP STA. 2463+87.34 48.13' RT. to 1.918 1.920 1.9190 1.919BM 218 2046.1320 CUT "X" IN DRAINAGE STRUCTURE EAST WEADWALL STA. 2464+05.52 31.98' RT. to -7.726 -7.726 -7.7260 -7.726CP 2 2038.4060 SET 5/8" IRON PIN WITH ALUMINUM CAP STAMPED W-77-741 APPROXIMATE STA. 2471+08.90 62.64' RT.
CHECK LEVELS SWO# 4844(1)S.H. 34, BRIDGE OVER NORTH PERSIMMON CREEK, 7.6 MILES NORTH OF THE DEWEY COUNTY LINE
12
13
14
15
16
2430+
00
2435+
00
2440+
00
2445+
00
2450+
00
2455+
00
EROSION CONTROL
SHEET
LEGEND
EROSION CONTROL QUANTITIES
ST
A. 2443+
00
ST
A. 2443+
00
2428+00 2429+00 2430+00 2431+00 2432+00 2433+00 2434+00 2435+00 2436+00 2437+00 2438+00 2439+00 2440+00 2441+00 2442+00 2443+00
HYDRAULIC DATA
FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
GG
GG
GG
GG
GG
G
2430+
00
2435+
00
2440+
00
1
T1
NO
RT
H
P
E
R
S
IM
M
O
N
CR
EE
K
STA. 2428+56.19
BEGIN INCIDENTAL CONST.
STA. 2434+50.00
END INCIDENTAL CONST.
BEGIN PROJECT
STA. 2434+50.00
END INCIDENTAL CONST.
BEGIN PROJECT
STA. 2428+56.19
BEGIN INCIDENTAL CONST.
2443+00 2444+00 2445+00 2446+00 2447+00 2448+00 2449+00 2450+00 2451+00 2452+00 2453+00 2454+00 2455+00 2456+00 2457+00 2458+00
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
G
G
G
G
G
G
G
G
G
G
G
2445+
00
2450+
00
2455+
00
STA. 2449+50.00
END PROJECT
BEGIN INCIDENTAL CONST.
STA. 2455+03.88
END INCIDENTAL CONST.
STA. 2455+03.88
END INCIDENTAL CONST.
STA. 2449+50.00
END PROJECT
BEGIN INCIDENTAL CONST.
DESCRIPTION
GENERAL PLAN AND ELEVATION
DESCRIPTION
SUMMARY OF BRIDGE
PAY QUANTITIES
FOUNDATION REPORT
DESCRIPTION
DESCRIPTION
SUBSTRUCTURE LAYOUT
DESCRIPTION
SUBSTRUCTURE EXCAVATION
AT PIERS
ABUTMENT DETAILS
DESCRIPTION
ABUTMENT WING DETAILS
DESCRIPTION
DESCRIPTION
PIER NO. 1 AND 2 DETAILS
(SHEET 1 OF 3)
DESCRIPTION
PIER NO. 1 AND 2 DETAILS
(SHEET 2 OF 3)
DESCRIPTION
PIER NO. 1 AND 2 DETAILS
(SHEET 3 OF 3)
DESCRIPTION
PIER STEEL PILING DETAIL
AND BAR LIST
TYPICAL CROSS SECTION
DESCRIPTION
LONGITUDINAL SECTION
DESCRIPTION
BEAM FRAMING PLAN
DESCRIPTION
P.C.B. DETAILS-TYPE IV
DESCRIPTION
DESCRIPTION
DIAPHRAGM AND BEARING
DETAILS
DESCRIPTION
SUPERSTRUCTURE
DETAILS
ADDITIONAL SLAB
REINFORCING
DESCRIPTION
DESCRIPTION
SLOPE DRAIN DETAILS
2430+
00
2435+
00
2440+
00
2445+
00
2450+
00
2455+
00
SIGNING & STRIPING
SHEET
ST
A. 2443+
00
ST
A. 2443+
00
500
FEET
WORK
ZONE
BEGIN
SPEED
LIMIT
45
WORK
ZONE
SPEED
LIMIT
55
SPEED
LIMIT
55
2430+
00
2435+
00
2440+
00
SPEED
LIMIT
45
SPEED
LIMIT
45
TRAFFIC CONTROL
(SHEET 1 OF 2)
ST
A. 2428+
00
ST
A. 2428+
00
ST
A. 2443+
00
WORK
ZONE
SPEED
LIMIT
55
SPEED
LIMIT
55
2445+
00
2450+
00
2455+
00
WORK
ZONE
BEGIN
SPEED
LIMIT
45
500
FEET
TRAFFIC CONTROL
(SHEET 2 OF 2)
ST
A. 2443+
00
MA
TC
HL
IN
E
MA
TC
HL
IN
E
STA. 2428+49.86
BEGIN INCIDENTAL CONSTRUCTION
(DETOUR ALIGNMENT)
2428
+
50
2428
+
50
2429
+
00
2429
+
00
2429
+
50
2429
+
50
CROSS SECTIONS: SH-34
2430
+
00
2430
+
00
2430
+
50
2430
+
50
2431
+
00
2431
+
00
CROSS SECTIONS : SH-34
2431
+
50
2431
+
50
2432
+
00
2432
+
00
2432
+
50
2432
+
50
CROSS SECTIONS: SH-34
2433
+
00
2433
+
00
2433
+
50
2433
+
50
2434
+
00
2434
+
00
CROSS SECTIONS: SH-34
STA. 2434+50
END INCIDENTAL CONSTRUCTION &
BEGIN PROJECT
2434
+
50
2434
+
50
2435
+
00
2435
+
00
2435
+
50
2435
+
50
CROSS SECTIONS: SH-34
2436
+
00
2436
+
00
2436
+
25
2436
+
25
2436
+
50
2436
+
50
CROSS SECTIONS: SH-34
2437
+
00
2437
+
00
2437
+
50
2437
+
50
2438
+
00
2438
+
00
CROSS SECTIONS: SH-34
2438
+
50
2438
+
50
2439
+
00
2439
+
00
2439
+
50
2439
+
50
CROSS SECTIONS: SH-34
2440
+
00
2440
+
00
2440
+
50
2440
+
50
2440
+
66
2440
+
66
CROSS SECTIONS: SH-34
STA. 2441+00.00
BEGIN EARTHWORK EXCEPTION
STA. 2443+41.18
END EARTHWORK EXCEPTION
2441
+
00
2441
+
00
2443
+
41
2443
+
41
2443
+
66
2443
+
66
2442
+
50
2442
+
50
CROSS SECTIONS: SH-34
2444
+
00
2444
+
00
2444
+
50
2444
+
50
2445
+
00
2445
+
00
CROSS SECTIONS: SH-34
2445
+
50
2445
+
50
2446
+
00
2446
+
00
2446
+
50
2446
+
50
CROSS SECTIONS: SH-34
2447
+
00
2447
+
00
2447
+
50
2447
+
50
2448
+
00
2448
+
00
CROSS SECTIONS: SH-34
STA. 2449+50
END PROJECT &
BEGIN INCIDENTAL CONSTRUCTION
2448
+
50
2448
+
50
2449
+
00
2449
+
00
2449
+
50
2449
+
50
CROSS SECTIONS: SH-34
2450
+
00
2450
+
00
2450
+
50
2450
+
50
2451
+
00
2451
+
00
CROSS SECTIONS: SH-34
2451
+
50
2451
+
50
2452
+
00
2452
+
00
2452
+
50
2452
+
50
CROSS SECTIONS: SH-34
2453
+
00
2453
+
00
2453
+
50
2453
+
50
2454
+
00
2454
+
00
CROSS SECTIONS: SH-34
STA. 2455+50.04
END INCIDENTAL CONSTRUCTION
(DETOUR ALIGNMENT)
2454
+
50
2454
+
50
2455
+
00
2455
+
00
2455
+
50
2455
+
50
CROSS SECTIONS: SH-34
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